| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A computationally efficient model for the cyclic behavior of reinforced concrete structural members
|
Mourlas, Christos
|
|
|
141 |
C |
p. 97-125
|
artikel
|
| 2 |
Analytical fragility curves for non-skewed highway bridges in Chile
|
Martínez, A.
|
|
|
141 |
C |
p. 530-542
|
artikel
|
| 3 |
Analytical investigation of Buckling Restrained Braces’ applications in bidirectional ductile end diaphragms for seismic performance of slab-on-girder bridge
|
Wei, Xiaone
|
|
|
141 |
C |
p. 634-650
|
artikel
|
| 4 |
Analytical study on reinforced concrete frames subject to compressive arch action
|
Kang, Shao-Bo
|
|
|
141 |
C |
p. 373-385
|
artikel
|
| 5 |
An approximate model for optimizing Bernoulli columns against buckling
|
Ruocco, E.
|
|
|
141 |
C |
p. 316-327
|
artikel
|
| 6 |
An innovative seismic-resistant steel frame with reinforced concrete infill walls
|
Dall'Asta, Andrea
|
|
|
141 |
C |
p. 144-158
|
artikel
|
| 7 |
Applicability of equivalent linearization methods to irregular isolated bridges
|
Jara, J.M.
|
|
|
141 |
C |
p. 495-511
|
artikel
|
| 8 |
A review of wood-frame low-rise building performance study under hurricane winds
|
He, J.
|
|
|
141 |
C |
p. 512-529
|
artikel
|
| 9 |
Bearing mechanism of composite structure with reinforced concrete and steel liner: An application in penstock
|
Su, Kai
|
|
|
141 |
C |
p. 344-355
|
artikel
|
| 10 |
Behavior of ungrouted and unbonded post-tensioned masonry beams and slabs
|
Bonett, Ricardo L.
|
|
|
141 |
C |
p. 703-714
|
artikel
|
| 11 |
Big Data for condition evaluation of constructed bridges
|
Kim, Yail J.
|
|
|
141 |
C |
p. 217-227
|
artikel
|
| 12 |
Bond-slip responses of stainless reinforcing bars in grouted ducts
|
Zhou, Yihui
|
|
|
141 |
C |
p. 651-665
|
artikel
|
| 13 |
Classification of aluminium alloy cross-sections
|
Su, Mei-Ni
|
|
|
141 |
C |
p. 29-40
|
artikel
|
| 14 |
Comparison of unit cell-based computational methods for predicting the strength of wood
|
Füssl, J.
|
|
|
141 |
C |
p. 427-443
|
artikel
|
| 15 |
Comprehensive Bayesian structural identification using temperature variation
|
Jesus, Andre
|
|
|
141 |
C |
p. 75-82
|
artikel
|
| 16 |
Cosine based and extended transmissibility damage indicators for structural damage detection
|
Zhou, Yun-Lai
|
|
|
141 |
C |
p. 175-183
|
artikel
|
| 17 |
Cyclic tests on slip resistance of squat heavyweight concrete shear walls with construction joints
|
Yang, Keun-Hyeok
|
|
|
141 |
C |
p. 596-606
|
artikel
|
| 18 |
Displacement based design for precast concrete frames with not-emulative connections
|
Belleri, Andrea
|
|
|
141 |
C |
p. 228-240
|
artikel
|
| 19 |
Dynamic performance of collar plate reinforced tubular T-joint with precompression chord
|
Qu, Hui
|
|
|
141 |
C |
p. 555-570
|
artikel
|
| 20 |
Editorial Board
|
|
|
|
141 |
C |
p. IFC
|
artikel
|
| 21 |
Effects of polypropylene fibre type and dose on the propensity for heat-induced concrete spalling
|
Maluk, Cristian
|
|
|
141 |
C |
p. 584-595
|
artikel
|
| 22 |
Elastic behavior of Cross Laminated Timber and timber panels with regular gaps: Thick-plate modeling and experimental validation
|
Franzoni, L.
|
|
|
141 |
C |
p. 402-416
|
artikel
|
| 23 |
Energy-based seismic collapse criterion for ductile planar structural frames
|
Deniz, Derya
|
|
|
141 |
C |
p. 1-13
|
artikel
|
| 24 |
Epistemic uncertainty in the seismic response of RC free-plan buildings
|
Chacón, Matías F.
|
|
|
141 |
C |
p. 687-702
|
artikel
|
| 25 |
Experimental and numerical assessment of size effect in geometrically similar slender concrete beams with basalt reinforcement
|
Korol, E.
|
|
|
141 |
C |
p. 272-291
|
artikel
|
| 26 |
Experimental and numerical study on seismic sliding mechanism of laminated-rubber bearings
|
Xiang, Nailiang
|
|
|
141 |
C |
p. 159-174
|
artikel
|
| 27 |
Experimental investigation of correction factor for VIV amplitude of flexible bridges from an aeroelastic model and its 1:1 section model
|
Zhou, S.
|
|
|
141 |
C |
p. 263-271
|
artikel
|
| 28 |
Failure behavior of annealed glass for building windows
|
Olmos Navarrete, Bertha Alejandra
|
|
|
141 |
C |
p. 417-426
|
artikel
|
| 29 |
Fatigue of steel-fibre-reinforced concrete prestressed railway sleepers
|
Parvez, Ahsan
|
|
|
141 |
C |
p. 241-250
|
artikel
|
| 30 |
Fire response of restrained composite columns made with concrete filled hollow sections under different end-support conditions
|
Rodrigues, João Paulo C.
|
|
|
141 |
C |
p. 83-96
|
artikel
|
| 31 |
High-strength steel reinforced squat UHPFRC shear walls: Cyclic behavior and design implications
|
Hung, Chung-Chan
|
|
|
141 |
C |
p. 59-74
|
artikel
|
| 32 |
Identification of the significant uncertain parameters in the seismic response of irregular bridges
|
Soleimani, Farahnaz
|
|
|
141 |
C |
p. 356-372
|
artikel
|
| 33 |
Influence of reinforcement ratio on tension stiffening of reinforced engineered cementitious composites
|
Kang, Shao-Bo
|
|
|
141 |
C |
p. 251-262
|
artikel
|
| 34 |
Inherent limitations and alternative to conventional equivalent strut models for masonry infill-frames
|
Mohyeddin, A.
|
|
|
141 |
C |
p. 666-675
|
artikel
|
| 35 |
Lightweight extrados restraining elements for the anti-seismic retrofit of single leaf vaults
|
Marini, Alessandra
|
|
|
141 |
C |
p. 543-554
|
artikel
|
| 36 |
Modeling progressive collapse of 2D reinforced concrete frames subject to column removal scenario
|
Weng, J.
|
|
|
141 |
C |
p. 126-143
|
artikel
|
| 37 |
Out-of-plane load–displacement model for two-way spanning masonry walls
|
Vaculik, Jaroslav
|
|
|
141 |
C |
p. 328-343
|
artikel
|
| 38 |
Performance and degradation of sliding steel friction connections: Impact of velocity, corrosion coating and shim material
|
Rodgers, G.W.
|
|
|
141 |
C |
p. 292-302
|
artikel
|
| 39 |
Performance-Based Tsunami Engineering methodology for risk assessment of structures
|
Attary, Navid
|
|
|
141 |
C |
p. 676-686
|
artikel
|
| 40 |
Seismic assessment of existing tall buildings: A case study of a 35-story steel building with pre-Northridge connection
|
Wang, Shanshan
|
|
|
141 |
C |
p. 624-633
|
artikel
|
| 41 |
Seismic collapse performance of special moment steel frames with torsional irregularities
|
Han, Sang Whan
|
|
|
141 |
C |
p. 482-494
|
artikel
|
| 42 |
Seismic performance of concentrically braced frames with and without brace buckling
|
Shen, Jay
|
|
|
141 |
C |
p. 461-481
|
artikel
|
| 43 |
Seismic performance of Transverse Steel Damper seismic system for long span bridges
|
Shen, Xing
|
|
|
141 |
C |
p. 14-28
|
artikel
|
| 44 |
Seismic toughness and failure mechanisms of reduced web-section beams: Phase 2 tests
|
Shin, Myoungsu
|
|
|
141 |
C |
p. 607-623
|
artikel
|
| 45 |
Seismic toughness and failure mechanisms of reduced web-section beams: Phase 1 tests
|
Shin, Myoungsu
|
|
|
141 |
C |
p. 198-216
|
artikel
|
| 46 |
Shear behaviour of recycled aggregate concrete beams with and without shear reinforcement
|
Ignjatović, Ivan S.
|
|
|
141 |
C |
p. 386-401
|
artikel
|
| 47 |
Strain gauge placement optimization for structural performance assessment
|
Zhou, K.
|
|
|
141 |
C |
p. 184-197
|
artikel
|
| 48 |
Study of autoclaved aerated concrete masonry walls under vented gas explosions
|
Li, Zhan
|
|
|
141 |
C |
p. 444-460
|
artikel
|
| 49 |
Tests of cold-formed high strength steel tubular sections undergoing web crippling
|
Li, Hai-Ting
|
|
|
141 |
C |
p. 571-583
|
artikel
|
| 50 |
The seismic performance of stone masonry buildings in Faial island and the relevance of implementing effective seismic strengthening policies
|
Maio, Rui
|
|
|
141 |
C |
p. 41-58
|
artikel
|
| 51 |
Using multiple tuned mass dampers to control offshore wind turbine vibrations under multiple hazards
|
Zuo, Haoran
|
|
|
141 |
C |
p. 303-315
|
artikel
|
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